You can edit it, you just have to be able to support and justify your
edits.  Eliminating the velocity, for one, is easy to support with most
of the arguments provided previously by the Forum.  I would say good
communication with the AHJ you are working with (Base Fire Chief, GSA
FPE) in advance also is a plus.

Scott Futrell

(763) 425-1001 Office
(612) 759-5556 Cell


-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Rod
DiBona
Sent: Wednesday, December 29, 2010 12:33 PM
To: [email protected]
Subject: RE: USACE Velocity

Good question Ron. This is what we are attempting to do. I will let the
forum know if we are successful. I was interested to see if anyone had
in the past used this tact successfully. Thanks

Rod

-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of
Ronl.Fletcher
Sent: Wednesday, December 29, 2010 10:50 AM
To: [email protected]
Subject: RE: USACE Velocity

Can you edit the spec since it's design build? If so just delete the
velocity requirement. I'm not familiar with "Specsintact"  so please
forgive if a stupid question.


Ron Fletcher
Aero Automatic
Phoenix, AZ







-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Rod
DiBona
Sent: Wednesday, December 29, 2010 10:40 AM
To: [email protected]
Subject: RE: USACE Velocity

OK. To get back to the original post. I think Gary makes a good point
here. The more experienced and competent contractors are more likely to
pick up on nuances like this and include the cost in their quote. An
unintended consequence here is that with this in a specification you are
more likely to consistently get the "low bid" contractor.
 
In my case this was advertised as a design build project. The standard
list of documents that the design was to comply with for government jobs
was listed including the UFC 3 -600. No reference to which addition, so
we naturally assumed the most current which is by far the most
stringent. The 2009 added galvanized sch 40 and cut groove only for all
dry and preaction systems. We based our proposal on this and were
awarded the project. We submit our specifications with our 60% drawings
and the USACE says they want the specifications to be chosen from their
"Specsintact" ...like their version of "masterspec." In these
specifications the velocity is limited to 20 fps. The UFC does NOT limit
velocity that I know of so this creates a problem. My question was if
anyone was familiar with Specsintact for Corp jobs and if they were able
to persuade them to not use the restriction. Great discussion thanks for
the replies.


Rod DiBona
Rapid Fire

-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Todd
Williams
Sent: Wednesday, December 29, 2010 9:48 AM
To: [email protected]
Subject: Re: USACE Velocity

Another reason for simple, clear and precise specs without all of the 
BS normally in there. There is no reason for a 54 page specification 
to relocate 20 heads, even from the Feds.


At 11:26 AM 12/29/2010, you wrote:
>This spec, that has no code basis, is a great reason why "lesser"
>contractors end up with these jobs. When you put a job out to public
bid and
>you have 20 FP contractors bid on it, the winner will almost always be
the
>one that missed this type of spec. The type of bidder that
>does diligence and finds these weird specs and bids accordingly is
probably
>the FP contractor that the owner would like to see get the job but will
>likely end up with the one that 'misses' this type of spec. Thus the
saying
>"low bidder built this thing"
>
>If you want big pipe, say so! If you don't want a 1" grid, say so! But,
I
>gotta say, I don't know how suspending bigger pipe, makes a structure
last
>longer.
>
>
>Gary Stites
>661-213-9379
>
>www.rlhfp.com
>www.sprinklersoft.net
>Pandora Station  http://www.pandora.com/?sc=sh43464983213902734
>
>On Wed, Dec 29, 2010 at 8:13 AM, Ron Greenman <[email protected]>
wrote:
>
> > Do you have a link? I'm being (L)azy today as I'm on (b)reak and it
> > (s)nowed. The RG equation is 1b + 1s = 3L
> >
> > On Wed, Dec 29, 2010 at 8:08 AM,  <[email protected]> wrote:
> > > Todd,
> > > Nothing is "snuck" in and there is definitely no entrapment.  It
is in
> > plain
> > > English in the spec.  It is the contractor's responsibility to
read all
> > of
> > > the specification and ask for any clarification that he thinks is
needed.
> >  A
> > > clarification or amendment for one also for all bidders.
> > >
> > > Quite frankly, it does help to clarify the reasoning, on this
forum,
> > behind
> > > some of the requirements.  I like open discussions such as these.
> >  However,
> > > always remember that the spec is a contract document regardless of
what
> > it
> > > requires no matter how ridiculous it may seem.  Everybody bids the
same
> > set
> > > of contract documents.
> > >
> > > By the way, Hazen-Williams is not all some believe it is.  It
works
> > fairly
> > > well with water based sprinkler systems as long as it is applied
> > correctly.
> > >  New sprinkler systems with reasonable flows, pressures,
velocities, and
> > > temperatures will do OK with H-W.
> > >
> > > One example is working with aged versus new pipe. There is no
clear cut
> > > methodology to compensate for the added roughage other than
lowering the
> > > C-factor.  Once you try to get below C=100 you are in no man's
land.  I
> > > suggest that everyone reads the original works of H&W and see for
> > > themselves.  It is free on Google Books as the copyright has
expired.
> > >
> > >
> > >
> > > Rahe Loftin
> > > Sent from my Blackberry
> > >
> > >
> > > ----- Original Message -----
> > > From: Todd Williams [[email protected]]
> > > Sent: 12/29/2010 10:39 AM EST
> > > To: [email protected]
> > > Subject: RE: USACE Velocity
> > >
> > >
> > >
> > > If you want a safety factor in the design include ONE plainly
stated
> > safety
> > > factor and be done with it. They all typically accomplish the same
thing,
> > so
> > > keep it simple. Unless you are trying to trip up contractors in
the
> > bidding
> > > process to keep the prices down, there is no reason to do sneak
all of
> > this
> > > little stuff in a spec.
> > >
> > > At 09:57 AM 12/29/2010, you wrote:
> > >>
> > >> One last thing to note about the velocity restrictions: their use
helps
> > to
> > >> continue the myth throughout engineering circles that they are a
> > necessity.
> > >>  I am certain most engineers who see a GSA spec with the velocity
> > >> restrictions aren't thinking it is there merely to give a larger
safety
> > >> factor. Instead they are thinking things like :'high velocity is
bad for
> > >> pipes'; 'it is too noisy'; 'the H-W equation is invalid at high
> > velocities',
> > >> etc. So they continue to keep it within THEIR specs, which are
seen by
> > other
> > >> engineers and AHJs - and the myths of velocity restrictions
continue.
> > >>
> > >> And if there is a desire to keep the restrictions in place
strictly for
> > >> the more robust design, then please explain it in the specs, so
the
> > myths
> > >> aren't promulgated. 'As an additional safety factor, all pipe
velocities
> > >> shall be limited...' At least then if the design goes awry the
> > >> designer/engineer can come back and explain why the restriction
should
> > be
> > >> lifted for their particular case.
> > >>
> > >> Mark A. Sornsin, PE | Fire Protection Engineer
> > >> Ulteig Engineers, Inc. |Fargo, ND
> > >> Direct:    701. 280.8591 | www.ulteig.com
> > >>
> > >> -----Original Message-----
> > >> From: [email protected]
> > >> [mailto:[email protected]] On Behalf Of
Ron
> > Greenman
> > >> Sent: Tuesday, December 28, 2010 5:40 PM
> > >> To: [email protected]
> > >> Subject: Re: USACE Velocity
> > >>
> > >> Given your argument maybe the oversized main/velocity restriction
is
> > >> just a simpler way to get desired results in most cases but your
> > >> example points to the less than most cases and is valid. And
maybe a
> > >> simple way to beat the devil isn't any more warranted than
designing
> > >> to the extreme least costly. Comes back to the fact that some
projects
> > >> are less critical than others and lend themselves to the low bid
at
> > >> any cost philosophy, some have higher goals that can be dealt
with by
> > >> using rule of thumb requirements, and some are so high value that
> > >> neither approach works, but since each project is unique until
> > >> defined. Each has to be analyzed and assessed, the cost of that
> > >> assessment being commensurate with the benefit of paying for
it.Mark's
> > >> example requires a lot of value engineering to avoid very high
> > >> unnecessary costs, a strip mall or the latest Meth Lab Manor
apartment
> > >> complex needs to be low-balled, while most projects may be
somewhere
> > >> in between.
> > >>
> > >> _______________________________________________
> > >> Sprinklerforum mailing list
> > >> [email protected]
> > >> http://fireball.firesprinkler.org/mailman/listinfo/sprinklerforum
> > >>
> > >> For Technical Assistance, send an email to:
[email protected]
> > >>
> > >> To Unsubscribe, send an email
> > 
>
to:[email protected]<to%3ASprinklerforum-request@
firesprinkler.org>
> > >> (Put the word unsubscribe in the subject field)
> > >
> > > Todd G. Williams, PE
> > > Fire Protection Design/Consulting
> > > Stonington, CT
> > > 860.535.2080
> > > www.fpdc.com
> > >
> > > _______________________________________________
> > > Sprinklerforum mailing list
> > > [email protected]
> > > http://fireball.firesprinkler.org/mailman/listinfo/sprinklerforum
> > >
> > > For Technical Assistance, send an email to:
[email protected]
> > >
> > > To Unsubscribe, send an email
> > 
>
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> > > (Put the word unsubscribe in the subject field)
> > > _______________________________________________
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> > > [email protected]
> > > http://fireball.firesprinkler.org/mailman/listinfo/sprinklerforum
> > >
> > > For Technical Assistance, send an email to:
[email protected]
> > >
> > > To Unsubscribe, send an email
> > 
>
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> > > (Put the word unsubscribe in the subject field)
> > >
> >
> >
> >
> > --
> > Ron Greenman
> > Instructor
> > Fire Protection Engineering Technology
> > Bates Technical College
> > 1101 So. Yakima Ave.
> > Tacoma, WA 98405
> >
> > [email protected]
> >
> > http://www.bates.ctc.edu/fireprotection/
> >
> > 253.680.7346
> > 253.576.9700 (cell)
> >
> > Member:
> > AFSA, SFPE, ASCET, NFPA, NFSA, AFAA, ASEE, NIBS, WSAFM, WFC
> >
> > They are happy men whose natures sort with their vocations. -Francis
> > Bacon, essayist, philosopher, and statesman (1561-1626)
> > _______________________________________________
> > Sprinklerforum mailing list
> > [email protected]
> > http://fireball.firesprinkler.org/mailman/listinfo/sprinklerforum
> >
> > For Technical Assistance, send an email to:
[email protected]
> >
> > To Unsubscribe, send an email 
>
to:[email protected]<to%3ASprinklerforum-request@
firesprinkler.org>
> > (Put the word unsubscribe in the subject field)
> >
>
>
>
>--
>Gary Stites
>661-213-9379
>
>www.rlhfp.com
>https://sites.google.com/site/nbcjudah/
>https://sites.google.com/site/moondogscc/
>www.sprinklersoft.net
>Pandora Station  http://www.pandora.com/?sc=sh43464983213902734
>_______________________________________________
>Sprinklerforum mailing list
>[email protected]
>http://fireball.firesprinkler.org/mailman/listinfo/sprinklerforum
>
>For Technical Assistance, send an email to: [email protected]
>
>To Unsubscribe, send an email
to:[email protected]
>(Put the word unsubscribe in the subject field)

Todd G. Williams, PE
Fire Protection Design/Consulting
Stonington, CT
860.535.2080
www.fpdc.com

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